JPS6043550A - Screw bonding piece for implanted metal fitting having cylindrical shell embedded in concrete complete material - Google Patents
Screw bonding piece for implanted metal fitting having cylindrical shell embedded in concrete complete materialInfo
- Publication number
- JPS6043550A JPS6043550A JP59114726A JP11472684A JPS6043550A JP S6043550 A JPS6043550 A JP S6043550A JP 59114726 A JP59114726 A JP 59114726A JP 11472684 A JP11472684 A JP 11472684A JP S6043550 A JPS6043550 A JP S6043550A
- Authority
- JP
- Japan
- Prior art keywords
- cylindrical shell
- threaded
- concrete
- connection piece
- metal fitting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000002184 metal Substances 0.000 title claims description 14
- 239000000463 material Substances 0.000 title description 7
- 239000000945 filler Substances 0.000 claims description 2
- 239000007943 implant Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 210000000078 claw Anatomy 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000012432 intermediate storage Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/62—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
- B66C1/66—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
- B66C1/666—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof for connection to anchor inserts embedded in concrete structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明はコンクリート完成材の中に埋込まれているねじ
円筒殻を有する植込金具に適合する、ねじ円筒殻にねじ
込むことが可能なねじ棒を有するねじ込み結合片に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a threaded connection piece with a threaded rod that can be screwed into a threaded cylindrical shell, which is adapted to a stud with a threaded cylindrical shell that is embedded in a concrete composite. .
コンクリート完成材の中に埋め込まれている、ねじ円筒
殻を有する植込金具は、運搬の際および建築現場におい
ての取扱の際に、コンクリート完成材を捲土機に取伺け
るのに使用される。A stud with a threaded cylindrical shell, which is embedded in the concrete fillet, is used to access the concrete filler to a rolling machine during transport and handling at the construction site. .
捲上槻に結合するためには、上記した様な種iのねじ込
み結合片が公知になっておシ(西ドイツ国特許公開矛、
1913912号公報)、この結合片はねじ棒に結合し
たロープの環から成立っている。このロープの環の中に
扮上機のロープ又は鎖に取付けられた鉤が引掛けられる
。In order to connect it to the winding truss, a type I screw-in connection piece as described above is known (as described in the West German Patent Publication).
1913912), this connecting piece consists of a loop of rope connected to a threaded rod. A hook attached to the rope or chain of the dresser is hooked into the loop of this rope.
すでに製造工場において、コンクリート完成劇は時間的
にいくらが大なる間隔で、何回も捲上磯に取付けられな
ければならない。このためには大抵の場合、その都度例
えばロープの環を備えた結合片が新らたにねじ込まれそ
して再び取り除かれるのであるが、しかしこのことは比
較的大なる労働費用を要している。さらにねじ円筒殻の
内側ねじが汚される危険がある。Already in manufacturing plants, the completed concrete must be installed on the rolling rock many times at very large intervals. For this purpose, in most cases, the connecting piece, for example with a rope ring, must be screwed in anew and removed again each time, but this requires relatively high labor costs. Furthermore, there is a risk that the internal thread of the threaded cylindrical shell will be contaminated.
上記した様な欠点を避けるため、ロープの環を有する結
合片は、少くとも製造工場および臨時の中間貯蔵所にお
いて、円筒殻を有する植込金具に挿入された状態にして
おくことが提案される。しかしこの場合には比較的多数
のこの種の結合片が必要になる。さらにこの種類の結合
片はロープの環がねじ棒に圧縮固定されているため、斜
めの方向に引張るのは適当でなく、従って斜めに引張る
場合には力の作用する角度に依存して運搬能力を考慮し
なければならない。In order to avoid the above-mentioned disadvantages, it is proposed that the connecting piece with the rope ring remains inserted into the implant with the cylindrical shell, at least in the manufacturing plant and in temporary intermediate storage. . However, in this case a relatively large number of such connecting pieces are required. Furthermore, in this type of joint piece, the rope ring is compressed and fixed on the threaded rod, so it is not suitable to pull it in an oblique direction. must be taken into consideration.
ロープの環を有する植込金具の頭部以外に、斜めに引張
ることが可能な如く特性が改良されている頭部が公知に
なっている(西ドイツ国特許公開矛3009’789号
公報)。しかしその場合にも斜めに引張る時には負荷の
減少が必要になっている。何故ならばこの場合にも力は
専らねじボルトを介して加えられるからである。In addition to the heads of implants with rope rings, heads with improved properties are known (German Patent Application No. 3009'789) whose properties are improved so that they can be pulled diagonally. However, even in that case, it is necessary to reduce the load when pulling diagonally. This is because in this case too, the force is applied exclusively via the threaded bolt.
さらに運搬用金具が公知になっており(西ドイツ特許矛
16842’78号公報)、この金具はねじ込みの場合
よシも速くそしてより簡単に植込まれた金具と結合可能
になっている。この運搬用金具は、コンクリートに埋込
まれた金具に取付けられている拡大された頭部を、爪を
用いて背後から掴む(西ドイツ実用新案1820718
5号公報)。この運搬用金具を何回も取付けそして取外
すことは労働力の浪費にならない。従って製造工場内で
比較的僅かな数量の運搬用金具で十分足りる。さらにこ
の様な運搬用金具は運搬力を著しく減少させることなく
斜めに引張ることを可能ならしめる。何故ならばこの運
搬用金具はコンクリート完成材に設けられた凹部の壁に
側方から支えられているからである。コンクリートに大
なる四部を設けた、上記の如きコンクリートに埋込まれ
た球状頭部を有する運搬用植込金具に対し円筒殻を有す
る植込金具は、薄い板および鋼鉄とコンクリートの細い
児成材にも稙゛込むことができるという有圧11な点が
ある。Furthermore, transport fittings are known (German Patent No. 16 842'78), which can be connected to implanted fittings even faster and more easily than by screwing. This transportation bracket uses claws to grasp the enlarged head attached to the bracket embedded in the concrete from behind (West German Utility Model No. 1820718
Publication No. 5). Installing and removing the carrying hardware multiple times does not waste manpower. Therefore, a relatively small number of transport fittings are sufficient within the manufacturing plant. Moreover, such a carrying fitting allows for diagonal tensioning without significantly reducing the carrying force. This is because the carrying hardware is laterally supported by the walls of a recess provided in the finished concrete material. Contrary to the above-mentioned transport studs with spherical heads embedded in the concrete, which have four large parts, the studs with cylindrical shells are suitable for use with thin plates and thin preforms of steel and concrete. There is also a strong point that you can add some finesse to it.
本発明の目的は冒頭に述べた技術水準を出発点として、
コンクリートに埋込まれた、円筒殻を有する植込金具を
用い、運搬用金具と速くそして簡単に結合することを可
能ならしめそしてそれと同時に、斜めに引張る場合でも
運搬力が減少しないことを保証する、ねじ込み結合片を
創成することである。The purpose of the present invention is to take the state of the art mentioned at the beginning as a starting point,
The use of a stud with a cylindrical shell, embedded in the concrete, makes it possible to quickly and easily connect the carrying fittings and at the same time ensures that the carrying force is not reduced even when tensioned at an angle. , to create a threaded connection piece.
上記の目的は本発明により冒頭に述べた種類のねじ込み
結合片において次の様にして達成される。即ち、ねじ棒
は支持板の下側から突出しそしてねじ棒を同心的に取巻
き、コンクリート完成材に支えられることが可能な、少
くとも1つの支え面に直交する如く配置されていること
、および支持板の上側には凹んだ部分が設けられておシ
、この凹んだ部分の中には運搬用金具と結合可能な金具
連結片が配置されていることにより達成される。The above object is achieved according to the invention in a screw connection piece of the type mentioned at the outset in the following manner. That is, the threaded rod protrudes from the underside of the support plate, surrounds the threaded rod concentrically, and is disposed orthogonally to at least one support surface capable of being supported by the concrete composite; This is achieved by providing a recessed part on the upper side of the plate, and in this recessed part a metal fitting connection piece that can be connected to a transporting metal fitting is arranged.
ねじ込み結合片は何回も行われる運搬工程の間および運
搬工程の間の時間も、唯1回だけねじ込まれ、斯くして
そのための労働力の費用は僅かなものである。コンクリ
ートに埋込まれた円筒殻を有する植込金具の、占有する
容積が僅かなものであるという有利な点を保有しながら
、引掛けるだけで金具連結片に結合可能な、運搬用金具
を使用することが可能になっている。例えば金具連結片
を頭部が拡大した棒として形成した時、この拡大された
頭部を背後から爪で榊む運搬用金具が用いられ、若し金
具連結片が支持板に直角に配置され横向きの孔を有する
板として形成された時には鉤状の運搬用金具が用いられ
、この金具も前同様に速くそして簡単に取付は取外され
る。The screw-in connection piece is screwed in only once during multiple conveying operations and during the time between conveying operations, so that the labor costs for this are low. The use of a transporting fitting that can be connected to the fitting connecting piece by simply hooking it, while retaining the advantage of the small volume occupied by a fitting with a cylindrical shell embedded in concrete. It is now possible to do so. For example, when the metal fitting connecting piece is formed as a rod with an enlarged head, a transportation metal fitting is used in which the enlarged head is clawed from behind; When formed as a plate with holes, a hook-shaped carrying fitting is used, which is again quickly and easily installed and removed.
支持板の沈んだ箇所において運搬用金具が側方から支え
られることにより得られる、比較的大なる斜め方向の運
搬力は、ねじ円筒殻を有する植込金具にねじ込み結合片
を用いても減少し々い。何故ならばこの結合片は曲げの
力をほとんど受けないからである。斜めに引張られるこ
とで発生するモーメントは、円筒殻を有する植込金具の
縦方向に作用する引張りの力とこれと距離を隔てそして
この力に平行に作用する、支え面とコンクリートの表面
との間の圧力として収容される。The comparatively large diagonal conveying forces, which are obtained by lateral support of the conveying fitting in the sunken part of the support plate, are also reduced by the use of threaded coupling pieces on implant fittings with a threaded cylindrical shell. Many. This is because this connecting piece is subjected to almost no bending forces. The moment generated by the diagonal tension is due to the tension force acting in the longitudinal direction of the cylindrical shell stud and the supporting surface and the concrete surface acting at a distance and parallel to this force. It is accommodated as a pressure between.
ねじ込み結合片は比較的簡単な構造を持っておシそして
特に一体の旋削部材として製造可能であるから、これの
製造コストは僅かなものであり、斯くしてこの結合片は
大なる費用な必要とせずに多数のものを準備しておくこ
とが可能である。このねじ込み結合片は何回も行われる
運搬工程の間および中間貯蔵の間、植込金具から取外さ
れないから、ねじ円筒殻が汚される危陳はない。Since the threaded connection piece has a relatively simple construction and can be produced in particular as a one-piece turned part, its manufacturing costs are low, so that the connection piece does not require large expenditures. It is possible to prepare a large number of items without having to do so. Since this threaded connection piece is not removed from the implant during the multiple transport steps and during intermediate storage, there is no risk of contamination of the threaded cylindrical shell.
本発明の思想の有利な形成において、外側に位置するリ
ング状の支え面が、との支え面に平行且つ回心的に配置
されている内側の支え面に対して、ねじ棒と反対方向に
軸方向に置違えら才lている。円筒殻を有する植込金具
がコンクリート完成材の表面に対して沈められているな
らば、外側の支え面はコンクリート完成材の表面に支え
られる。この実施形態において、コンクリートに埋込ま
れた円筒殻を有する植込金具がコンクリート完成材と凹
凸なく配置されている場合にも使用される。即ちこの場
合には内側の支え面が、ねじ円筒殻に続くコンクリート
完成材の表面に支えられる。In an advantageous development of the idea of the invention, the outer ring-shaped bearing surface is arranged in the opposite direction to the threaded rod with respect to the inner bearing surface, which is arranged parallel and pivoted to the bearing surface. It may be misplaced in the axial direction. If the stud with a cylindrical shell is sunk against the surface of the concrete deck, the outer bearing surface rests against the surface of the concrete deck. This embodiment is also used when a stud with a cylindrical shell embedded in the concrete is arranged flush with the finished concrete material. In this case, the inner supporting surface is thus supported on the surface of the concrete concrete material adjoining the threaded cylindrical shell.
本発明によるねじ込み結合片は、構造が特に簡単な円筒
殻を有する植込金具と、この金具にJ/′i適合しない
けれども特に簡単に取付けが行われる運搬用金具との結
合を可能ならしめるアダプターである。鉤又は環を備え
た結合片が外側ねじを備えコンクリートに埋込まれた植
込ボルトにねじ込まれるこそは実際に公知である(西ド
イツ国実用新案矛e、) o 81o o号公報)。The screw-in connection piece according to the invention is an adapter that makes it possible to connect an implantation fitting with a cylindrical shell, which is particularly simple in construction, and a transport fitting, which is not J/'i compatible, but which is particularly easy to install. It is. It is known in practice that a connecting piece with a hook or ring is screwed into a stud with an external thread and embedded in concrete (West German Utility Model Application No. 81O).
しかしこの場合には斜めに引張られた時の支えはコンク
リート完成材に設けられた円錐面で行われ、この円錐面
は比較的大力る荷重を受ける。However, in this case, support when the concrete is pulled diagonally is provided by a conical surface provided on the finished concrete material, and this conical surface is subjected to a relatively large load.
製造の精度が悪ければコンクリートに埋め込まれた植込
ボルトの端部は曲げの力を受けることになる。If manufacturing accuracy is poor, the ends of stud bolts embedded in concrete will be subject to bending forces.
本発明は次の記述において、添附図に示された実施例に
より詳細に説明される。The invention will be explained in more detail in the following description by means of embodiments illustrated in the accompanying drawings.
オl〜3図に示されているねじ込み結合片1は支持板2
を所有し、この支持板の下側からねじ棒3が突出してい
る。ねじ棒3はねじ円筒殻4の内面ねじの中にねじ込み
可能(矛3図)であシ、このねじ円@殻はコンクリート
完成材5の中に埋込まれた円筒殻を有する植込金具6の
一部材であシ、この実施例ではこの植込金具は肋材を備
えた植込ボルトである。The threaded connection piece 1 shown in Figures 1 to 3 is connected to the support plate 2.
A threaded rod 3 protrudes from the underside of this support plate. The threaded rod 3 can be screwed into the inner thread of a threaded cylindrical shell 4 (see Figure 3), which threaded circle is a stud 6 with a cylindrical shell embedded in the concrete fillet 5. In this embodiment, the stud is a stud with ribs.
牙3図に示されている様に円筒殻を有する植込金具6は
コンクリートの表面7に対して沈んだ位置に配置されて
いる。支持板2は下側に、外側に位置するリング状の支
え面8およびこの支え面に千行扛同芯的に配置されたリ
ング状の支え面9を所有し、これらの支え面は円錐面1
0によって相互に結合されている。外側の支え面8は内
側の支え面に対し、ねじ棒3と反対方向に軸方向に置違
えられている。内側の支え面9によって限定された支持
板2の部分は、ねじ込まれた状態では、ねじ円筒殻4を
取り巻いているコンクリート表面7の凹んだ部分11に
突出し、一方性側の支え面8はコンクリート表面マに支
えられている。As shown in Figure 3, the implant 6 having a cylindrical shell is placed in a sunken position with respect to the surface 7 of the concrete. The support plate 2 has on its lower side a ring-shaped support surface 8 located on the outside and a ring-shaped support surface 9 arranged concentrically on this support surface, these support surfaces having a conical surface. 1
They are interconnected by 0. The outer bearing surface 8 is axially displaced relative to the inner bearing surface in the direction opposite to the threaded rod 3. The part of the support plate 2 delimited by the inner support surface 9 protrudes in the screwed state into a recessed part 11 of the concrete surface 7 surrounding the threaded cylindrical shell 4, while the unilateral support surface 8 is in the concrete It is supported by the surface of the body.
支持板2の上面には特に球欠面として形成された凹み1
2が設けられておシ、この凹みの中心部には金具連結片
13が配置され、この連結片は11〜3図の実施例では
拡大された頭部15を有する軸14である。頭部15は
運搬用金具16〔牙3図〕によって爪の様に背後から掴
まれ、コンクリート完成材5が持ち上げられる。The upper surface of the support plate 2 has a recess 1 formed as a spherical cutout surface.
2 is provided, and in the center of this recess a metal connection piece 13 is arranged, which in the embodiment shown in FIGS. 11 to 3 is a shaft 14 with an enlarged head 15. The head 15 is grasped from behind like a claw by a carrying metal fitting 16 (Fig. 3), and the finished concrete material 5 is lifted.
刷めに引張られた時、外側が球面になっている運搬用金
具16は凹み12の側壁に接触する。When stretched, the carrying fitting 16, which has a spherical outer surface, comes into contact with the side wall of the recess 12.
運搬用金具16は結合片1に対してあらゆる方向に回転
可能であり、斯くして如何なる方向からの力でも収容可
能である。The carrying hardware 16 is rotatable in all directions relative to the coupling piece 1 and can thus accommodate forces from any direction.
牙4図に示された実施例は牙3図に示された実施例と次
の点で異なるのみである。即ち支持板2の凹み12の中
において金具連結片として支持板2に直交する如く配置
され、横方向、に孔18を明けられた板1′7が設けら
れ、この孔に、大体において鉤状の運搬用金具19を引
掛けることが可能になっている。The embodiment shown in Figure 4 differs from the embodiment shown in Figure 3 only in the following respects. That is, in the recess 12 of the support plate 2, a plate 1'7 is provided as a metal connection piece, which is arranged perpendicularly to the support plate 2 and has a hole 18 in the lateral direction. It is possible to hook the transportation fitting 19 of the.
、°牙1図は軸断面図にて示したねじ迷結合片、牙2図
は牙1図の結合片を矢印■の方向に見た平面図、矛3図
は矛1および2図に示した結合片をねじ込みそしてこの
結合片に運搬用金具を取付けた状態を丞し、この際金具
連結片は背後から爪で掴む様に掴まれる頭部を所有して
おシ、オ・4図は牙3図と同様な表現により結合片の男
1」の実施形態を示し、この実施形態では金゛具連結片
は横方向を向いた孔を備えた板であシ、この孔に鉤が引
掛けられるものである。図にお(へて、?・・・支持板
、3・・・ねじ棒、4・・・ねじ円筒殻、5・・・コン
クリート完成材、6・・・円筒殻を有する植込金具、8
又は9・・・支え面、l&・・・凹んだ部分、13又は
17・・・金具連結片、14・・・Its。
15・・・拡大された頭部、18・・・横方向の(しで
ある。 ・
代理人 江崎光好
同 江崎光史
第1頁の続き
0発 明 者 エルンスト・ハッッ ドイツ連邦共和国
、り、1アー
[相]発 明 者 エツカルト・ライング ドイツ連邦
共和国、ヘーエ、19
ダルムシュタット、シルバッハウエーFigure 1 is a threaded joint piece shown in an axial sectional view, Figure 2 is a plan view of the joint piece in Figure 1 seen in the direction of the arrow ■, Figure 3 is shown in Figures 1 and 2. Figure 4 shows the state in which the connecting piece has been screwed in and the transportation fitting is attached to this connecting piece. The embodiment of the connecting piece ``Man 1'' is shown using the same expression as in Figure 3, and in this embodiment, the metal fitting connecting piece is a plate with a hole facing in the horizontal direction, and the hook is pulled into this hole. It is something that can be multiplied. In the figure (Hate?...Support plate, 3...Threaded rod, 4...Threaded cylindrical shell, 5...Completed concrete material, 6...Socket fitting with cylindrical shell, 8)
Or 9...Supporting surface, l&...Recessed portion, 13 or 17...Metal fitting connection piece, 14...Its. 15... Enlarged head, 18... Lateral direction. Agent: Mitsuhiro Ezaki Mitsufumi Ezaki Continued from page 1 0 Inventor: Ernst Hatt Federal Republic of Germany, 1 Inventor Etzkart Laing 19 Hohe, Federal Republic of Germany Darmstadt, Schilbachweh
Claims (1)
ねじ円筒殻(4)を有する植込金具(6)に適合する、
ねじ円筒殻(4)にねじ込むことが可能なねじ棒(3)
を有するねじ込み結合片において、ねじ棒(3)は支持
板(2)の下側から突出しそしてねじ棒(3)を同心的
に取巻き、コンクリート完成材に支えられることが可能
々、少くとも1つの支え面(8又は9)K直交する如く
配置されていること、および支持板(2)の上側には凹
んだ部分(12)が設けられておシ、この凹んだ部分の
中には運搬用金具と結合可能な金具連結片(13又はl
’7)が配置されていることを特徴とするねじ込結合片
。 2)外側に位置するリング状支え面(8〕が、この支え
面に平行且つ同心的に配置されている内側の支え面(9
)に対して、ねじ棒(3)と反対方向に軸方向に置違え
られていることを特徴とする特許請求の範囲、l−1項
記載のねじ込み結合片。 3) 支持板(2)の上側の凹んだ部分(12)は球欠
面であることを特徴とする特許請求の範囲子1又は2項
記載のねじ込み結合片。 4)金具連結片(13〕は軸(14)と拡大された頭部
(15)を所有していることを特徴とする特許請求の範
囲、1−1項から牙3項までのうちのいずれか一つに記
載のねじ込み結合片。 5)金具連結片(13)は支持板(2)に対して直交す
る様に配置され、横方向の孔(18)を有する板(17
)であることを特徴とする特許請求の範囲子1項から矛
3項までのうちのいずれか一つに記載のねじ込み結合片
。Claims: l) adapted to a stud (6) with a threaded cylindrical shell (4) embedded in a concrete fillet (5);
Threaded rod (3) that can be screwed into a threaded cylindrical shell (4)
In a threaded connection piece having a threaded connection piece, the threaded rod (3) projects from the underside of the support plate (2) and encircles the threaded rod (3) concentrically, and is capable of being supported in the concrete filler, at least one The supporting surfaces (8 or 9) are arranged so as to be perpendicular to each other, and a recessed portion (12) is provided on the upper side of the supporting plate (2). Metal fitting connecting piece (13 or l) that can be combined with metal fittings
'7) is arranged. 2) The outer ring-shaped support surface (8) is arranged parallel to and concentrically with the inner support surface (9).
) is axially displaced in the opposite direction to the threaded rod (3). 3) The screw connection piece according to claim 1 or 2, characterized in that the upper recessed portion (12) of the support plate (2) is a spherical cutout. 4) Any of claims 1-1 to 3, characterized in that the metal connection piece (13) has a shaft (14) and an enlarged head (15) 5) The metal fitting connecting piece (13) is arranged perpendicularly to the support plate (2) and has a horizontal hole (18).
), The screw-in connection piece according to any one of claims 1 to 3.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE8321596.4 | 1983-07-27 | ||
DE19838321596U DE8321596U1 (en) | 1983-07-27 | 1983-07-27 | SCREW-IN CONNECTOR FOR SLEEVE ANCHORS CONCRETED IN A PRECAST CONCRETE PART |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6043550A true JPS6043550A (en) | 1985-03-08 |
Family
ID=6755600
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59114726A Pending JPS6043550A (en) | 1983-07-27 | 1984-06-06 | Screw bonding piece for implanted metal fitting having cylindrical shell embedded in concrete complete material |
Country Status (4)
Country | Link |
---|---|
US (1) | US4615554A (en) |
EP (1) | EP0132524A3 (en) |
JP (1) | JPS6043550A (en) |
DE (1) | DE8321596U1 (en) |
Families Citing this family (48)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8321596U1 (en) * | 1983-07-27 | 1983-11-24 | Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau | SCREW-IN CONNECTOR FOR SLEEVE ANCHORS CONCRETED IN A PRECAST CONCRETE PART |
CH668250A5 (en) * | 1984-11-30 | 1988-12-15 | Deha Ankersysteme | DEVICE FOR ATTACHING A PRECAST CONCRETE PART TO A HOIST. |
US4671554A (en) * | 1985-08-07 | 1987-06-09 | Richmond Screw Anchor Co. Inc. | Hoist coupling |
US4948311A (en) * | 1987-07-13 | 1990-08-14 | St Pierre Frank H | Tie down fitting |
JP2759126B2 (en) * | 1988-06-29 | 1998-05-28 | 清水建設株式会社 | Embedded structure of anchor |
US5183360A (en) * | 1990-08-20 | 1993-02-02 | Freeman Lewis G | Lifting eyebolt assembly |
US5261198A (en) * | 1991-10-22 | 1993-11-16 | Mcmillan Larry S | Modular concrete connector |
GB2261650A (en) * | 1991-11-21 | 1993-05-26 | Lanesfield Engineering Seals L | Lifting pin |
DK168115B1 (en) * | 1992-10-12 | 1994-02-14 | Laurids A Jessen | ADJUSTING DEVICE FOR FIXED APPLICATION ON THE HEAD OF A LOFT BOLT |
DE9217894U1 (en) * | 1992-12-31 | 1993-02-25 | Weidner, Georg, 8771 Steinfeld, De | |
US5456443A (en) * | 1993-01-25 | 1995-10-10 | Taaffe; Gary M. | Anchoring device and method |
AU673867B2 (en) * | 1993-01-25 | 1996-11-28 | Gary Maxwell Taaffe | Anchoring device and method |
DE4403785A1 (en) * | 1993-10-25 | 1995-08-10 | Rud Ketten Rieger & Dietz | Eye bolt |
DE4340336A1 (en) * | 1993-11-26 | 1995-06-01 | Pfeifer Seil Hebetech | Device for connecting a precast concrete element to a hoist |
US5732991A (en) * | 1996-03-25 | 1998-03-31 | Cbc Industries, Inc. | Cast artifact handling assembly |
AT405072B (en) * | 1997-04-21 | 1999-05-25 | Riss Ges M B H | Apparatus for lifting heavy loads |
US6345472B1 (en) * | 1997-06-09 | 2002-02-12 | Warren Taylor | Apparatus and method for anchoring and erecting concrete or similar materials |
US6398447B1 (en) * | 1998-07-01 | 2002-06-04 | Actek Manufacturing & Engineering Co. | Unitary eye bolt |
US6230447B1 (en) | 2000-07-06 | 2001-05-15 | George E. Pribyl | Lifting anchor for prefabricated concrete panels |
AU2002334462B2 (en) * | 2001-09-05 | 2007-04-26 | Itw New Zealand | Orientation apparatus |
GB2383392B (en) * | 2001-12-18 | 2004-09-15 | Titus Int Plc | Improvements in fastening devices |
US7032354B2 (en) | 2001-12-19 | 2006-04-25 | Universal Form Clamp Co., Inc. | Sandwich erection lift anchor with welding plate assembly |
US20030213206A1 (en) * | 2002-05-01 | 2003-11-20 | Universal Form Clamp Co., Inc. | Anchor for embedment in concrete members |
US7111432B2 (en) * | 2003-02-19 | 2006-09-26 | Universal Form Clamp Of Chicago, Inc. | Passthrough concrete anchor |
US20050055958A1 (en) * | 2003-08-27 | 2005-03-17 | Universal Form Clamp Co., Inc. | W foot anchor |
US20050044811A1 (en) * | 2003-08-27 | 2005-03-03 | Universal Form Clamp Co., Inc. | Ring lift anchor |
US7065925B2 (en) * | 2004-02-11 | 2006-06-27 | Universal Form Clamp Of Chicago, Inc. | Concrete anchor |
CA2484381C (en) * | 2004-10-08 | 2013-03-19 | Anne Marie Sedgwick | Supporting device |
US20100239386A1 (en) * | 2004-10-08 | 2010-09-23 | Innozinc, Inc. | Supporting device |
US20060242914A1 (en) * | 2005-04-29 | 2006-11-02 | Harbison-Walker Refractories Company | Refractory block and refractory wall assembly |
US20060248811A1 (en) * | 2005-05-04 | 2006-11-09 | Universal Form Clamp Co., Inc. | Anchor positioning assembly |
US7686359B1 (en) | 2006-04-03 | 2010-03-30 | Line Walker, LLC | Extraction tool |
US20070231106A1 (en) * | 2006-04-03 | 2007-10-04 | Christopher J. Grant | Unknown |
KR101093382B1 (en) * | 2007-04-17 | 2011-12-14 | 가부시키가이샤 파르테크 | Towing device for vehicle, method of manufacturing towing hook for vehicle, and method of manufacturing connection member for vehicle |
MX2009012378A (en) * | 2007-05-14 | 2009-12-03 | Carlos Pradera Pellicer | Cement mortar panel with pretensed biaxial reinforcement. |
PL2165029T3 (en) * | 2007-06-21 | 2013-05-31 | Woodstock Percussion Pty Ltd | Releasable lifting link |
CA2645985C (en) * | 2007-12-14 | 2011-08-16 | Press-Seal Gasket Corporation | Grout and lifting tube |
DE102009050139A1 (en) * | 2009-10-20 | 2011-04-21 | Carl Stahl Gmbh | Slings and load lifting system for use with such a sling |
US20110167754A1 (en) * | 2010-01-08 | 2011-07-14 | William Dubon | Method for designing concrete anchoring construction assemblies |
US8959847B2 (en) | 2012-06-20 | 2015-02-24 | Meadow Burke | Method and apparatus for attaching temporary lifting members to an existing lifting anchor |
US8826605B2 (en) * | 2012-10-05 | 2014-09-09 | Oldcastle Precast, Inc. | Lifting and bracing system for a wall panel |
DE202015100568U1 (en) * | 2015-02-06 | 2016-05-09 | Philipp Gmbh | Transport anchor and concrete component with at least one such transport anchor |
US10060079B2 (en) * | 2015-09-15 | 2018-08-28 | Medencentive, Llc | Mat |
US11549273B2 (en) * | 2017-08-10 | 2023-01-10 | ALP Supply, Inc. | Lift anchor for precast concrete component |
DE102017129457A1 (en) | 2017-12-11 | 2019-06-13 | Georg Weidner | Transport system for concrete component with lifting device and trailer link |
US10968645B2 (en) | 2018-03-20 | 2021-04-06 | Meadow Burke, Llc | Anchor and clutch assembly |
US11421431B1 (en) | 2019-02-21 | 2022-08-23 | ALP Supply, Inc. | Erection anchor with coil legs |
EP4006267B1 (en) * | 2020-11-30 | 2024-04-10 | Georg Weidner | Concrete part transport tanker system |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3124385A (en) * | 1964-03-10 | Cable lift pick-up unit | ||
US2600974A (en) * | 1949-06-23 | 1952-06-17 | Us Rubber Co | Hanger fitting |
US3029486A (en) * | 1957-10-04 | 1962-04-17 | Raymond A | Plastic panel clip |
GB987168A (en) * | 1963-12-03 | 1965-03-24 | Conch Int Methane Ltd | A method of mounting metal sheets |
DE1684278A1 (en) * | 1967-06-13 | 1970-07-09 | Haeussler Ernst | Device for manipulating precast concrete parts |
DE6908100U (en) * | 1969-02-28 | 1969-11-20 | Oesterr Doka Schalung | TRANSPORT ANCHORS FOR PRE-FABRICATED COMPONENTS |
DE1913912A1 (en) * | 1969-03-19 | 1970-10-22 | Pfeiffer Fa Ed | Holding part for a precast concrete part |
DE2304040A1 (en) * | 1973-01-27 | 1974-08-01 | Mannesmann Leichtbau Gmbh | ARTIFICIAL STONE ANCHOR PROFILE BEAM |
DE2240171C3 (en) * | 1972-08-16 | 1975-06-05 | Frimeda Metall- Und Drahtwarenfabrik Siegfried Fricker, 7131 Wiernsheim | Transport anchor |
US4033244A (en) * | 1976-04-27 | 1977-07-05 | Ralph Spencer Jacobson | Screw and screw driver |
SE435369B (en) * | 1977-03-01 | 1984-09-24 | Ernst Haeussler | LIFTING BODY FOR CONCRETE ELEMENTS WITH ANCHORING SCREW. |
DE2741674A1 (en) * | 1977-09-16 | 1979-03-22 | Reinhold Michel | Concrete component anchor piece hoisting head - has plastics disc on circular plate with loop and threaded connecting piece |
DE3009789C2 (en) * | 1980-03-14 | 1982-12-09 | Fa. Friedrich Schroeder, 5982 Neuenrade | Device for coupling a lifting device to a precast concrete part or the like. |
DE8207185U1 (en) * | 1982-03-13 | 1982-09-16 | Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau | TRANSPORT ANCHORS FOR PRECAST CONCRETE PARTS |
DE8321596U1 (en) * | 1983-07-27 | 1983-11-24 | Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau | SCREW-IN CONNECTOR FOR SLEEVE ANCHORS CONCRETED IN A PRECAST CONCRETE PART |
-
1983
- 1983-07-27 DE DE19838321596U patent/DE8321596U1/en not_active Expired
-
1984
- 1984-05-09 EP EP84105242A patent/EP0132524A3/en not_active Withdrawn
- 1984-06-06 JP JP59114726A patent/JPS6043550A/en active Pending
- 1984-07-02 US US06/626,624 patent/US4615554A/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
EP0132524A3 (en) | 1986-12-30 |
DE8321596U1 (en) | 1983-11-24 |
US4615554A (en) | 1986-10-07 |
EP0132524A2 (en) | 1985-02-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6043550A (en) | Screw bonding piece for implanted metal fitting having cylindrical shell embedded in concrete complete material | |
US20180291617A1 (en) | Hold down system and building using the same | |
CN101748801B (en) | Cast-in channel | |
US5732991A (en) | Cast artifact handling assembly | |
US5035538A (en) | Arcuate precast tunnel lining segments | |
DE3564416D1 (en) | Lifting and handling device | |
US4809477A (en) | Roofing laminate fastener assembly | |
US5572838A (en) | Strongback attachment system | |
JP5002428B2 (en) | Fastener | |
JPH0439868Y2 (en) | ||
JPH0280798A (en) | Fixing structure for water-proof sheet and hanging reinforcing bar | |
JP2826970B2 (en) | Lifting jig for wall panel and binding jig for wall panel and horizontal member | |
JPH07279109A (en) | Mounting structure for expansion joint | |
JP4781122B2 (en) | Water stop structure of protective cover for building unit | |
CN218374912U (en) | Pre-buried back bolt | |
JPH0893233A (en) | Lap jig for building unit and lap jig body | |
JP2851412B2 (en) | Hanging hardware for roof panels | |
US20040160085A1 (en) | External support structure for use in the transporting of a house | |
JPH0210943Y2 (en) | ||
JPH0861345A (en) | Joint bolt for member in framework of construction in which cap is applied on screw part and joint of member in framework of construction using this joint bolt | |
JPS6143828Y2 (en) | ||
JPH0730803Y2 (en) | Ceiling panel | |
JPH03479Y2 (en) | ||
GB2039566A (en) | Underpinning | |
JPH0649674Y2 (en) | Joint structure of concrete segment |